Search In this Thesis
   Search In this Thesis  
العنوان
Interaction of Soil and Underground Cylindrical WaterTanks under Static and Cyclic Loading /
المؤلف
Abbas, Sief El-Islam Mohamed Sief El-Islam Ibrahim.
هيئة الاعداد
مشرف / Ibrahim Ahmed El Arabi
مشرف / Mohamed Mossad ElGendy
مناقش / Hassan Mohamed Hassan
مناقش / Alaa Abd El-Hamed Ali Ata
الموضوع
Civil Engineering.
تاريخ النشر
2024.
عدد الصفحات
122 p. ;
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
Multidisciplinary
تاريخ الإجازة
17/4/2024
مكان الإجازة
جامعة بورسعيد - كلية الهندسة ببورسعيد - Civil Engineering
الفهرس
Only 14 pages are availabe for public view

from 122

from 122

Abstract

The problem of soft soil settlement has been a great concern for many years. A parametric study is carried out to study the behavior of cylindrical tanks under different soil improvement solutions. There are many methods to improve soft soil. The most common methods used in this area are improving using the stone column, encased stone column, soil preloading, and differential footing level. A 3D finite element analyzes the response of cylindrical tanks. The analysis accounts for the soil layers defined by Mohr-Coulomb and the Hardening soil model. The study presents guidelines for circular storage tanks that may be used in the Port-Said area.